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See Sl�el 1-A For Index o( 5/sels
See Steel l-B Fo� Convenllonol Syrnbols
CLEARING ON THIS PROJECT SHALL BE PERFORMED
TO THE LIMITS ESTABLISHED 6Y METHOD II.
GRAPHIC SCALES
20 10 0 20 40
PLANS
20 10 0 20 �
PROFILE (HORIZONTAL)
DESIGN DAT.9
ADT 2012 = 220
ADT 2034= 220
DHV = %
D = %
T = b% "
V = 20 MPH
"(3% 7TST +3% DUAL)
FUNC CLASS =
LOCAL RURAL
SUBREGIONAL TIER
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.�. DB14A-430372 �
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LOCATION: BRIDGE N0. 372 OI�1 SR 1346 OVER STEVETIS CREEK
TYPE OF WORIC: GRADING, PAVING, DRAINAGE, AND STRUCTURE
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BEGI CONSTRUCTION D614A-430372
—L— Sta. 11 + 75.00
BEGIN PROJECT &
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PROJECT LENGTH
LENGTH ROADWAY PROJECT = 0.040 MILES
LENGTH STRUCTURES PROJECT = 0.000 MILES
TOTAL LENGTH PROIECT = 0.040 MILES
NCDOT CONTACT: K. ZAK HAMIDI, PE
DESIGN BUILD PROJECT ENGINEER
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LiccnseNO.: F�aB10
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RIGNT OF II�iY DATE:I DEAN D. HATFIELD PE
JUNE 17,2014 Pxoiccre.rr.i.ccrx
LETTLYG DATE: I R.D. ODELL. PE
IUNE V. 2014 rxo�ccr ocsmr sccm'r�a
M'DRAIIl.ICS ENGfNEER
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PERMIT DftAWING
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2 524 ��.� �:'�� I ��'�',- -- I 0'✓ERTOPPNIG DISCHN7GE = 678 CFS .', �-'�T + �+��'�� '� �'� �L ���7 �� �f I � � � ��- �- � 2 524
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-I �+r '''� ' �-_ i � T I - �.. I -I EL = 2.50829" - �� 0'✓ERTOPPI/1G ELEYATION = 25LG75 Fi � i �.��: I .._� li i '�. i r T I i . � � _ �
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ITElAI w ¢z
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SHORING
STAGE I
E%ISTING BRIOGE
13�16.68 -L-
- BEGIN CULVERT
STA.13a06.15 -L
LOCATION SKETCH
TOTAL STRUCTURE OUANTITIES OUANTITY UNIT
REIAOVAL OF E%ISTING STRl1Cil1RE (J 13+16.68 -L- N/A LS
FOl1�DATION EXCAVATION [J STA. I3a76.68 -L- N/A LS
ALUAIINUlA 80% CULVERT (J STA.17*16.60 -L- N/A LS
FOUNDATION CONOITIONINC 6IATERIAL fa STA.13*16.68 -L- 75 TONS
OR4RN BY : J.I.IYA OATE : 3-2015
WELKE� BY : P, F. HOlSN0115ER pp1E ; 34015
nrcrru a.cn.rro no orrnon . R.OECOLA n..r . 5-2015
HORIZ.CURVE DATA
P.I. STA. = 12+G8.49 -L-
� = R°-23-'20.6"(LTI
0 = 16°-22'-12.8„
L = 106.22
T = 53.52
R = 350.00
VERTICAL CURVE DATA
I (_l 4.240% ��ppp�
P.I. STA. = 12+50.00 -L-
EL = 250&29'
VC = 80.00
CLASS II RIP RAP
1R0A019AY PAY ITBAI
� CULVERT
PROPOSE� 16'-2"% S-I°
All11AINIl.11lld BDk CULVERT
HORIZ.CURVE DATA
P.I. STA.= 13i68.94 -L-
� = 3°-SY-43.8"ILT)
0 = 04°-03'-48.7"
L = 95.45
T = 47J5
R = �Q��.��
VERTICAL CURVE DATA
(-) 2.200%� (-) 6 240%
PS. STA. = 13+50.00 -L-
EL.= 2506.09'
VC = 60.00
GRADE DATA
GRADE POINT ELEVATION (J STA.13+16.68 -P = 2506.�3'
BE� ELEVATION (J STA.13+16.68 -L- = 2498.26'
ROA�4YAY SLOPES = VARIES
HYDRAULIC DATA
OESIGN OISCHARCE = 500 C,F.S.
FREOIIENCY OF �ESIGN F�00� = 25 YEARS
DESIGN HIGH YIATER ELEVATION = 2505.9'
�RAINAGE AREA = 1.4 S0.lAI.
BASE �ISCHARGE 101001 = 750 C.F,S.
BASE HIGH WATER ELEVATION = 250832
OVERTOPPING FL000 DATA
OVERTOPPINC DISCHARGE = 678 C.F.S.
FREOl1ENCY OF OVERTOPPING FLOOD = 50+ YEARS
OVERTOPPING FL000 ELEVATION = 2506.75
APPROXIlAATE
GROl1N� LINE � �_ �5`��
EL 2501.39
L-
�_,.
EL 2499.�1 � I EL 2498.i6
EL. 2498.02
�
PROFILE ALONG 4� CULVE
NOTES
ASSU`AE� LIVE LOAD ------- HL-93 OR ALTERNATE LOADING.
DESIGN FILL ------------ 4.25'.
FOR OTHER OESIGN �ATA AND CENERAL NOTES, SEE SHEET SN.
THE RESIOENT ENGINEER SNA�L CHECK THE LENGTH OF CULVERT �EFORE STAKING IT OUT TO IdAKE CERTAIN
THAT IT VYILL PROPERI.Y TAKE CARE OF THE FILL.
FOR BORING INFORIAATION,SEE GEOTECHNICAL FEPORT.
FOR AODITIONAL INFORI.IAiION REGAROING DRAINAGE, GRADING. AN� ROA�YIAY, SEE ROA�YIAY PLANS.
THE �ETAILS SHOVYN ARE FOR GENERAL LAYOUT ONLY.THE Sl1PPLIER SHALL PROVIDE OESIGNS ANO OETAILS
FOR REVIEI'1 AN� APPROVAL THAi KEE7 THE REOUIREI.!ENTS OF AASHTO LRFD BRIDGE DESIGN SPECIFICATIONS,
SECTION 12,AkD hRE SEALE� BY A NORTH CAROLINA REGISTERED PROFESSIONAL ENGINEER.
11N1E55 OTHERYIISE INDICATED,THE SUPPLIER SHALL DESICN,�EiAIL,ARO FURNISH ALL STRUCTURAL
ELEIAENTS AND HARDYlARE.
THE EXISTING STROCTl1RE CO�SISTING OF 20'-6"SPAN CONSISiING OF iIlABER FLOOR ON TIIABER JOISTS;
IB'-0° QEAR ROADWAY 44ITH A TIl.10ER CAPS ON TIIABER POST AN� SILLS LOCATED AT THE PROPOSED
STRUCTURE SHALL BE REN,OVEO.THE E%ISTING BRIOGE IS PRESENTLY NOT POSTE� FOR LOAO LIlAIT.
THE SUBSTRUCiURE OF THE EXISiINC BRIOGE INDICATED ON THE PLANS IS FROIA THE BEST INFOR1dATI0N
AVhILABLE.SINCE THIS INFORlAATION IS SHOYIN FOR THE WNVENIENCE OF THE CONTRACTOR,THE
CONTRACTOR SHALL HAVE NO CLAIIA 44HATSOEVER AGAINST THE �EPARTIAENT OF TRANSPORTATION FOR ANY
DELAYS OR AD�ITIONAL COSi INCl1RRE0 BASE� ON �IFFEREkCES BETYIEEN THE EXISTING BRIDGE
Sl1BSTRl1CTl1RE SHOYIN ON THE PLANS AND THE ACTUAL CONDITIONS AT THE PROJECT SITE.
ftEl.IOVAL OF THE EXISTINC BRI�GE 541ALL BE PERFORIAED 50 AS NOT TO ALLOW OEBRIS TO FALL INTO
THE 19ATER.THE CONTRACTOR SHALL REMOVE THE BRIOGE AND Sl18MIi PLANS FOR �EMOLIiIO�J IN
ACCOR�ANCE 1'IITH ARTICLE 402-2 OF THE STANOARO SPECIFICATIONS.
FOR CULVERT DIVERSION DETAILS AND PAY IT@A,SEE EROSION CONTROL PLANS.
THE CONTRACTOR SHALL STAKE OUi THE LENGTH OF CULVERT FOR ENGINEER REVIECI PRIOR TO ORDERING CULVERT.
CONTRACTOR IYILL ldAINTAIN THE ALIGN!AENT OF THE AL01.1INU!A CULVERT SECiI0N5 Ol1RING BACKFILL.
FOR St1B!.IITTAL OF IYORKINC DRAYlIkG5.5EE SPECIAL PROVISIONS.
FOR FALSEWORK AN� FORIAI'IORK, SEE SPECIAL PROVISIONS.
FOR CRANE SAFETY,SEE SPECIAL PROVISIONS.
FOR GROUT FOR STRUCTURES.SEE SPECIAL PROVISIONS.
FOR Aw!.1INll1A BO% CULVERi, SEE SPECIAL PROVISIONS.
fOR LIldITS OF TEl.!PORARY SHORINC FOR lAAINiENANCE OF TRAFFIC,SEE iRAFFIC CONTROL PLANS.FOR PAY
ITE!.1 FOR TBAPORARY SHORIRG FOR AIAINTENANCE OF TRAFFIC, SEE ROAD4'IAY PLANS.
FOUNDATION NOTES
IJ EXCAVATE 12 INCHES BELOV4 THE BOTTOIA OF Cl1LVERT AN� REPLACE YIITH FOl1N�ATION CON�ITIONING IdATERIAL.
21UROERCl1T SOFT OR LOOSE SOILS THAT ldAY BE ENCOLIYTERED BENEATH THE BOTTO!A OF THE BEO�ING STONE
ANO �ACKFILL 4'lITH FOl1N�ATIOi� CONDITIONINC l.fATERIA� AS DIRECTED BY THE ENGINEER.
iar�.tue.t,
PRGLID11NA2Y PLANS
W T'OT VS¢ FOA CO\'STAI'CIIOV
� Tne LOUIS BERGER GROUP, Ins,
1Cq1\'h�13A'.cnu3 G�7gJYJ
P_!'gn. CC YiehRf[2
r:C con im. wao
PROJECT No. 17BP.14.R.128
HAYWOOD COUNTY
STATION: 13+16.68 -L-
51�IE M A. �e.�n'1
OEPARTh1ENT OF TRANSPORTATION
R�LE✓N
SINGLE 16'-2" x 5'-1"
ALUMINUM BOX CULVERT
51°-00'-56" SKEW
PEViS!6!5 � SHEEi
�L1Fi IA BI� �!1[: ���
a
EL 2499.68
PLAN VIEW
NATIVE IdATERIAL CON4ST5 OF ldATERIAL THAT IS E%CAVATE� FRO!A THE
STPEAId BE� Ai THE PROJECT SITE �URING COWERT CONSTRl1CTI0N.NATIVE
EIATERIAL IS Sl1BJELT TO APPROVAL BY THE ENGINEER AN� IAAY BE Sl1BJELi
i0 PER1.1Ii CONDITIO�JS.
PROFILE ALONG � OF CULVERT
2496.22
PROPOSED ELEVATIONS
EP INLET 2506.75
CENTERLINE ROA�I4AY 2506.83
EP OUTLET 2506.88
TOP OF HEADWAIL INLET 2506.77
TOP OF HEA�WALL Ol1TLET 250330
INVERi INLET 2999.68
INVERT OuTLET 299622
i
� 'E Cl1LVERT
SILL AND BAFFLE DETAIL
I;otE: sILL A1:0 6AiFLE oEiA1L5 sHeLL
BE PROVIDE� 0T ��nINPopUPEH
PROJECT N0. 17BP.14.R.128
HAYWOOD COUNTY
sTaTioN: 13+16,68 -L-
�
i
r�F CULVERT
I
INLET VIEW STAGE II
VQNG V13 NOT SHOYM FOR C�ARITY,SEE SHEET 2 OF 3 FOR A�DITIONAL DEiAILS.
I
r��' CULVERi
I
OUTLET VIEW STAGE 1
WING Y12 NOT SH04YN FOR CLARITY,SEE SHEEi 2 OF 3 fOR ADOITIONAL OETAI�S.
PROJECT N0.17BP,14.R.128
HAYWOOD COUNTY
sraTioN: 13+16,68 -L-
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